An extended finite element/level set method to study surface effects on the mechanical behavior and properties of nanomaterials

Size: px
Start display at page:

Download "An extended finite element/level set method to study surface effects on the mechanical behavior and properties of nanomaterials"

Transcription

1 INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING Int. J. Numer. Meth. Engng 2010; 84: Published online 9 June 2010 in Wiley Online Library (wileyonlinelibrary.com) An extended finite element/level set method to study surface effects on the mechanical behavior and properties of nanomaterials Mehdi Farsad 1, Franck J. Vernerey 1,, and Harold S. Park 2 1 Department of Civil, Environmental and Architectural Engineering, University of Colorado at Boulder, Campus Box 428, Boulder, CO , U.S.A. 2 Department of Mechanical Engineering, University of Colorado at Boulder, Boulder, CO 80309, U.S.A. SUMMARY We present a new approach based on coupling the extended finite element method (XFEM) and level sets to study surface and interface effects on the mechanical behavior of nanostructures. The coupled XFEM-level set approach enables a continuum solution to nanomechanical boundary value problems in which discontinuities in both strain and displacement due to surfaces and interfaces are easily handled, while simultaneously accounting for critical nanoscale surface effects, including surface energy, stress, elasticity and interface decohesion. We validate the proposed approach by studying the surface-stressdriven relaxation of homogeneous and bi-layer nanoplates as well as the contribution from the surface elasticity to the effective stiffness of nanobeams. For each case, we compare the numerical results with new analytical solutions that we have derived for these simple problems; for the problem involving the surface-stress-driven relaxation of a homogeneous nanoplate, we further validate the proposed approach by comparing the results with those obtained from both fully atomistic simulations and previous multiscale calculations based upon the surface Cauchy Born model. These numerical results show that the proposed method can be used to gain critical insights into how surface effects impact the mechanical behavior and properties of homogeneous and composite nanobeams under generalized mechanical deformation. Copyright 2010 John Wiley & Sons, Ltd. Received 9 October 2009; Revised 16 April 2010; Accepted 20 April 2010 KEY WORDS: surface elasticity; surface stress; nano-structure; XFEM; level set INTRODUCTION The recent progress in nanotechnology has led to the understanding that materials whose features reside at the nanometer length scales exhibit mechanical behavior and properties that Correspondence to: Franck J. Vernerey, Department of Civil, Environmental and Architectural Engineering, University of Colorado at Boulder, Campus Box 428, Boulder, CO , U.S.A. franck.vernerey@colorado.edu Contract/grant sponsor: NSF; contract/grant numbers: CMMI , CMMI Copyright 2010 John Wiley & Sons, Ltd.

2 SURFACE EFFECTS ON NANO MATERIALS 1467 can differ considerably from those expected in the corresponding bulk material [1 4]. The main reason for these unique mechanical properties is due to nanoscale surface effects, which arise as surface atoms have fewer bonding neighbors than do their bulk counterparts. A scaling argument can then be presented in which these surface effects only become critical at nanometer length scales due to the relatively large surface area to volume ratio that is characteristic of nanomaterials [5 8]. The research that has gone into studying surface effects on the mechanical behavior and properties can be divided into three categories: theoretical, computational, and experimental. From a theoretical perspective, there has been a relative abundance of work to study surface effects on nanomaterials. The pioneering work in this area was performed by Gurtin and Murdoch, who devised a linear surface elastic model for nanostructures [9]. This work has formed the basis for future works, which have been performed by many authors, including Yang [10], Cammarata et al. [4], Streitz et al. [11], Miller and Shenoy [12], He et al. [13], Sharma et al. [1], Sun and Zhang [14] and Dingreville et al. [15]. Computationally, researchers have utilized both classical molecular dynamics (MD) and continuum finite element formulations based on the surface elasticity formulation of Gurtin and Murdoch to study surface effects on the mechanical behavior of nanomaterials. For example, Shenoy [5] used MD to evaluate the surface elastic properties of different FCC metals and discussed the importance of accounting for surface relaxation due to surface stress in calculating the surface elastic constants. Similarly, Mi et al. [6] used MD to calculate the elastic constants associated with various FCC metallic interfaces. It should be noted that the goal of both the Shenoy and Mi et al. works was to directly calculate using MD the surface elastic constants (surface stress and surface stiffness) that are needed for the surface elastic formulation of Gurtin and Murdoch. A recent trend in computational mechanics is the notion of using finite element method (FEM)- based approaches to study surface effects on nanomaterials. The motivation for these FEM-based approaches is to avoid the intensive computational expense that arises from fully atomistic simulations, while simultaneously capturing the essential nanoscale surface effects. The most common approach has been to directly discrete the governing surface elastic equations of Gurtin and Murdoch; this has been done by Wei et al. [16], She et al. [17], and He et al. [18]. A similar approach to the one taken in the present work was done recently by Yvonnet et al. [19], who developed a computational technique combining the level set method and the extended finite element method (XFEM) to study surface effects on nanocomposites. However, the approach of Yvonnet et al. considered only weak discontinuities, i.e. the displacement across interfaces was assumed to be continuous, while only discontinuities in stress and strain across interfaces (or surfaces) was considered. Alternatively, Park et al. [7, 20, 21] did not discretize the surface elastic equations of Gurtin and Murdoch, and instead presented an extension to the standard Cauchy Born model called the surface Cauchy Born (SCB) model in which surface energies were considered to capture nanoscale surface effects. The SCB model was recently utilized to study surface stress effects on the resonant frequencies (and thus elastic properties) of both FCC metal and silicon nanowires [22 24], and surface effects on the bending behavior of FCC metal nanowires [25]. This paper introduces a computational framework based on the theoretical development of Gurtin and Murdoch [26], XFEM and level sets to capture surface and interface effects on the mechanical behavior and properties of nanostructures. In particular, the presented method possesses

3 1468 M. FARSAD, F. J. VERNEREY AND H. S. PARK the following advantages: Owing to its continuum mechanics underpinnings, the method is computationally tractable and may be used to study surface and interface effects on nanostructures that have length scales, i.e nm, which are significantly larger than those that can be studied using fully atomistic techniques. The geometry of the structure is entirely defined by level set functions that are defined independently from the finite element mesh. Simple, regular FEM meshes may thus be used regardless of the geometric complexity of the nanostructure. The different elastic properties and constitutive response of nanoscale surfaces is described with a continuum description that naturally fits into the XFEM methodology. Thus, no special treatment is necessary to model jumps in stress, strain, and displacement arising due to free surfaces, interfaces or interface decohesion. The method is able to describe complex material behavior in nano-composites such as plasticity or damage. It thus presents a useful tool for studying surface and interface effects on the deformation and fracture of nano-composite structures. The outline of the paper is as follows. We first describe the XFEM-level set formulation including the surface elasticity formulation of Gurtin and Murdoch. To validate the model, we study the surface-stress-driven relaxation of a fixed/free nanobeam, and compare the results with those obtained using both MD, and also the SCB model. Finally, we study the behavior of nanoplates under tension and bending, and compare the results with newly obtained analytic solutions. We demonstrate that the nanoscale surface effects are captured accurately, and demonstrate the length scales at which the surface effects can be expected to begin having a significant effect on the mechanical behavior and properties of nanomaterials. CONTINUUM FORMULATION OF SOLIDS ACCOUNTING FOR SURFACE EFFECTS Let us consider a two-dimensional (plane stress or plane strain) nano-structure in the x y plane (Figure 1). In this figure, we denote each enclosed domain that may represent the matrix domain and inclusion domains by Ω i so that Ω=Ω 1 Ω 2 Ω n where as i is the interface of region Ω i. The outward unit vector for each region is also denoted by n i. The displacement and traction boundary conditions, respectively, are Ω u and Ω f. We now introduce the kinematics of the medium in the context of small deformations. Assuming that the bulk undergoes a smooth deformation, a material point belonging to Ω undergoes a displacement u(x). However, if one allows for interface decohesion, a jump in displacement may exist for a point on such that [u](x)=u + (x) u (x), where u + (x) andu (x) denote different sides of the interface. Following the work of Gurtin [26], we can introduce three strain measures ɛ,ɛ s,andɛ d as follows: ɛ = 1 2 ( u+ ut ) ɛ s = P ɛ P on ɛ d = T ɛ g d on in Ω (1) where is used for the dot product. The quantity ɛ is the conventional small strain measure in the bulk, ɛ s is the interface deformation. Furthermore, ɛ d and ɛ g d are a measure of interface debonding

4 SURFACE EFFECTS ON NANO MATERIALS 1469 Figure 1. General outline of the nano-structure under study. Figure 2. Local(t n) and global (x y) coordinates on a typical interface. in local (normal and tangential directions to the interface) and global coordinates, respectively. These strain measures are defined as [ ] [ ] [ ] [ ] ɛ11 ɛ 12 ɛs11 ɛ s12 ɛt ɛ=, ɛ s =, ɛ d =, ɛ g ɛ1 d ɛ 21 ɛ 22 ɛ s21 ɛ s22 ɛ = (2) n ɛ 2 where t and n are local tangential and normal directions of the interface as shown in Figure 2. In Equation (1), P is the tangential projection tensor to and is defined by P=I n n (n is normal to ), such that the components of the projections of a vector w and a tensor W on a surface of normal n are given by: w s =P w and W s =P W P (3) Furthermore, the transformation T rotates the local tangential coordinate system associated with the interface to the global coordinate system. In other words, if w local is a vector in the local coordinate system, this same vector w global in the global coordinate system is written as: w local =T w global (4) From these definitions, we can introduce three stress measures, r, r s,andr d as energy conjugate of ɛ, ɛ s,andɛ g d such that, following [26], the force balance for the nano-structure can be written

5 1470 M. FARSAD, F. J. VERNEREY AND H. S. PARK as follows: divr+b = 0 in Ω (5) [r n]+div s r s = 0 on (6) <r n> r d = 0 on (7) In the above equation, we used the fact that div s r= r:p, where : is the double tensor contraction and the quantities b, [r n], and r n are the body force vector, jump, and average value of the traction field across the interface, respectively. Furthermore, the boundary conditions in Figure 1 are written in the standard form as r n = t on Ω F u = u (8) on Ω u where t and u are the inward traction and displacement, respectively. Using standard procedures [27] one may derive the weak form of the boundary value problem: find u {u H 1 (Ω i )andu=u,δu=0 on Ω u } r:δɛdω+ r s :δɛ s d+ r d :δɛ d d= Ω Ω b δu dω+ t δud Ω F (9) where we assumed that there are no applied external forces at the border of any open interface. To complete the model, a constitutive relation has to be introduced to describe the mechanical response of the composite under investigation. A variety of constitutive relations may be introduced to relate stress and strain measures, including plasticity and damage in the bulk and at the interface. In the present work, we restrict ourselves to the simple case of linear elasticity, which is valid for our assumption of small deformation. For the constitutive relation between surface stress and strain, in agreement with [4] and Shuttleworth s equation we have: r s =τ 0 I+ γ (10) ɛ s where τ 0 is the surface tension in the undeformed configuration, I is surface unit tensor, and γ is surface energy coming from surface strain. Denoting r 0 =τ 0 I, Equation (10) and [26], the linear stress strain relationship for our problem is written as r=c:ɛ, r s =r 0 +C s :ɛ s, r d =C d :ɛ d (11) where C, C s are fourth-order tensors and show the elastic stiffness of the bulk and the interface tension, respectively. Also, C d denotes elastic stiffness of interface cohesion and is defined as C d pq = K tδ 1p δ 1q + K n δ 2p δ 2q (12) where K t and K n are cohesion constants in the directions t and n (Figure 2), respectively. C s will be defined in the next section considering surface elastic coefficients and the direction of surface normal vector. Finally, the isotropic elastic response of the bulk material is characterized by two

6 SURFACE EFFECTS ON NANO MATERIALS 1471 constants: the Young s modulus E and the Poisson ratio ν. Substituting (11) into (9), one can reach the final weak form as δɛ:c:ɛdω+ δɛ s :r 0 d+ δɛ s :C s :ɛ s d+ δɛ d :C d :ɛ d d Ω = δu b dω+ δu td (13) Ω Ω F or using the transformation matrix T and tangential projection P defined in Equation (1), the weak form can finally be written in the compact form: δw b +δw s +δw d =δw ext (14) where the bulk, surface, debounding, and external virtual energies δw b,δw s,δw d and δw ext, respectively, are: δw b = δɛ:c:ɛdω Ω δw s = (PδɛP):r 0 d+ (PδɛP):C s :(PɛP)d (15) δw d = (T δɛ g d ):Cd :(T ɛ g d )d δw ext = δu b dω+ δu td Ω Ω F AN XFEM/LEVELSET FORMULATION FOR NANO-STRUCTURES The solution of Equations (1), (5) and (11) typically gives rise to discontinuities across the interface. Indeed, the existence of surface tension is associated with a jump in strain across the interface (commonly called weak discontinuity), whereas the existence of a decohesion (through the cohesive law) leads to a jump in displacement across (commonly called strong discontinuity). Many numerical techniques such as the FEM are developed for continuous field and fail to describe such discontinuities. To address this issue, the XFEM was first introduced to incorporate a jump in displacement occurring as a result of a propagating crack in a continuous medium [28, 29]. A key feature of this method resides in that the description of the discontinuity is independent of spatial discretization. Also, Belytschko et al. used XFEM in [30, 31] to define solids by implicit surfaces and also to modeling dislocations and interfaces. The method was further improved to model weak discontinuities, such as described in [32]. This method provides a natural platform on which Equations (1), (5) and (11) can be solved with great flexibility and minimal computational cost. In the present formulation, the displacement field ũ(x) is the sum of three terms (Equation (16)) parameterized by u, ū, andū that are associated with continuous, strong, and weak discontinuous fields, respectively, where last two terms do not have any kinematic interpretation. The approximation of the displacement in an element will then be written in the general form: ũ e (x)= n N I (x)u I + m N J (x)(h(x) H(x J ))ū J + m N J (x)χ J (x)ū J (16) I =1 J=1 J=1

7 1472 M. FARSAD, F. J. VERNEREY AND H. S. PARK Figure 3. (a) Enriched node whose support is cut by the interface (zero level set); (b) enriched nodes and completely enriched elements for a closed interface; and (c) level set function and cutting plane to define circular inclusions in a square domain. where N I (x)= N I (x) 0 (17) 0 N I (x) where the functions N I (x) are finite element shape functions associated with node I, N J (x) are the shape functions associated with the nodes of an element that has been cut by the interface (Figure 3(b)) and H(x) andχ(x) are enrichment functions with the required discontinuities (ridge function and Heaviside function, respectively [32, 33]). In Equation (16), n is the total number of nodes per element, whereas m is the number of enriched nodes (m n). By definition, an enriched node belongs to an element that is cut by the interface as depicted in Figure 3. To define the geometry of interface in a general fashion, we introduce a level set function (x) such that the interface is defined by the intersection of that a cutting plane, as depicted in Figure 3(c). With this description, the sign of is opposite in two sides of discontinuity. An attractive feature of using level sets is that the unit normal vector n to the interface is determined by the gradient of the function (x) as follows: n(x)= (x) (18) (x) Let us now focus on the Heaviside and ridge functions appearing in (16). Referring to Figure 4, the Heaviside function makes a jump in displacement (strong discontinuity); in contrast, a ridge function causes a jump in strain field (weak discontinuity) across the interface that is related to derivative of displacement. Without going into details, the Heaviside and ridge functions are defined by (in one dimension): { 1, >0 H( )= and χ j (x)= (x) (x j ) (19) 0, <0 The finite element equations governing the deformation of nano-composites is now derived by substituting the displacement approximation ũ e from (16) into the weak form given in (14) and (15). For this, stress, strain, and elasticity matrices are first rewritten in Voigt notation [27].

8 SURFACE EFFECTS ON NANO MATERIALS 1473 Figure 4. A general form of (a) heaviside and (b) ridge functions to define strong and weak discontinuities, respectively. Bulk energy Starting with the bulk energy,the finite element approximation δ W b e of δw b e gives rise to the standard expression: ( ) δ W b e = δɛ e :C e :ɛ e dω=δu et B et {C e }B e dω u e (20) Ω Ω where C e and {C e } are bulk constitutive relation matrix for element e in tensorial and Voigt notations, respectively. In addition, the standard B matrix is written in terms of the shape functions N as follows: N I (x) 0 x 1 B e =[B e 1 Be 2... Be n+m ] and B I e = N I (x) 0 x (21) 2 N I (x) N I (x) x 2 x 1 In the above equation, n and m are the number of nodes and enriched nodes of element e, respectively and N is the finite element shape function; N(x) equals N(x), H(x) N(x), and χ(x) N(x) for a normal FEM, strong discontinuity, and weak discontinuity degree of freedom, respectively; where, H(x) andχ(x) are Heaviside and ridge functions, respectively. Surface energy The contribution δ W s e from the surface energy in element e is now derived. Using expression (16) for u in an element, one can show that: δ W s e = (PδɛP):r 0 d+ (PδɛP):C s :(PɛP)d = δu et ( B et M T P {r 0}d+ ) B et M T P {Cs } M p B e d u e (22)

9 1474 M. FARSAD, F. J. VERNEREY AND H. S. PARK where {r 0 } and {C s } are expressions of the surface tension r 0 and surface stiffness C s in Voight notation. The matrix M p gives the relationship between surface strain ɛ s and the bulk strain ɛ so that ɛ s =M p ɛ [19, 26] and takes the form: P11 2 P 2 12 P 11 P 12 M p = P12 2 P22 2 P 22 P 12 2P 11 P 12 2P 22 P 12 P P 11 P 22 Following MD simulations of nanomaterials (such as [1, 2, 5, 6]), one can build the surface elastic coefficients matrix S s as S 1111 S S s = S 1122 S (24) 0 0 S 1212 where 1 and 2 stand for 100 and 110 directions, respectively. Consequently, for the nano metals under study, the surface tension constitutive matrix is defined as: (23) {C s }=M T p Ss M p (25) Debonding energy Following [33] and Equations (16) and (19), one can write the amount of jump in displacement across the interface in global coordinate for an element as [u h (x)]= m N e J (x)ūe J (26) J=1 where N J and ū J are the same variables as in Equation (16) and m is the number of enriched nodes in element e. Using Equation (26), we can reach the global debonding strain measure as: NJ e ɛ g d = m B e J (x)ūe J where B e J = x J=1 0 By substituting Equation (27) into (15), one can write the internal energy corresponding with debonding for one element as: δ W d e = (T δɛ d ):C d :(T ɛ d )d (28) 0 N e J y (27) ( ) = δū et B et T T C d TB e d ū e (29)

10 SURFACE EFFECTS ON NANO MATERIALS 1475 External energy Finally, the finite element approximation of the external energy is only associated with standard shape functions, and is given by: ( ) δ W ext e =δuet N et bdω+ N et td (30) Ω Ω F Final XFEM equation Using Equations (20), (22), (28), and (30), and the weak form in (14) and (15), the XFEM equation for one element finally takes the form: (K e b +Ke d +Ke s ) de =f e ext fe s (31) where the nodal displacement d e is comprised of contributions from the continuous, weakly discontinuous, and strongly discontinuous fields: d e =[u ū ū] T (32) the tangent matrices for the bulk, surface energy, and debonding contributions are, respectively: K e b = B et {C e }B e d (33) K e s = K e d = B et M T p {Cs }M p B e d (34) B et T T C d TB e d (35) and the surface tension and external force vectors are: f e s = B et M T p {r 0}d (36) f e ext = Ω N et bdω+ N et td Ω F (37) A significant advantage in using the above formulation in the study of composite materials with complex shapes (Figure 1) is that a structured finite element mesh can be introduced independently from internal and external boundaries. Instead, a level set function will be introduced on top of the XFEM mesh to describe material interfaces that can be associated with strong and weak discontinuities. In particular, free boundaries do not need to conform to the FEM mesh but can be described as an interface that is totally disconnected from the external region. This will be done by enforcing a strong discontinuity to describe the displacement jump on the boundary. This feature is very attractive and in fact necessary to model the elasticity of free surfaces in nano-materials, as illustrated in the next examples. Referring to Figure 1, one distinguishes two regions, an internal region Ω 2 representing the medium under study and an external region Ω 1 that plays no role in the problem solution. Two strategies may thus be considered to solve this problem. In the first strategy, one may consider the region Ω 1 as a material with negligible stiffness, whose displacement is

11 1476 M. FARSAD, F. J. VERNEREY AND H. S. PARK Figure 5. Typical gauss points: (a) normal element; (b) and (c) enriched elements. continuous across gamma. This method does not require the existence of a strong discontinuity, but suffers from the fact that it leads to an ill-conditioned global stiffness matrix (due to the small or vanishing stiffness). The second strategy, which is described in this paper, overcome this issue by considering a finite material stiffness in the external region, together with the existence of a displacement discontinuity across the free boundary. The strong discontinuity ensures that the displacement fields in the two regions are completely independent, and thus that the material in Ω 2 does not influence the solution. This strategy therefore relies on the introduction of both a strong and weak discontinuity (to describe surface elasticity) on the interface. In this paper, bilinear four node quadrilateral elements are used. Furthermore, for integrating purposes, four Gauss points are considered in normal and partially enriched elements. In addition, following [34], sub-triangles are used on both sides of an interface in an enriched element. This method allows to define enough Gauss points to perform the integration in the enriched region; finally, the integration on surfaces is performed under the assumption that the interface consists of a straight line on which we use two gauss points. Figure 5 shows the gauss points and sub-triangles used in different situations. NUMERICAL EXAMPLES In order to illustrate the aforementioned model and for validation purposes, we investigate the mechanical properties of five relevant nanostructures and compare the numerical results with the analytical solutions. In particular, we concentrate on the following problems: The strain relaxation of nanoplates subjected to surface stress on its boundaries. We investigate two cases: a homogeneous plate and a composite bilayered plate. The effects of surface elasticity on the axial stiffness of nanoplates (both in uniaxial deformation and bending). The effect of the combination of surface decohesion and surface elasticity on the overall mechanical response of a plate with an inclusion. For each problem, material interfaces (including the boundary of the structure) are modeled using both strong and weak discontinuities. The strong discontinuity allows the structure under study to

12 SURFACE EFFECTS ON NANO MATERIALS 1477 Table I. S ijkl (surface stiffness), E (bulk Young s modulus), and ν (Poisson ratio) for Au, Pt and Ni from atomistic calculations [6]. Material E (GPa) ν S 1111 = S 2222 (J/m 2 ) S 1122 = S 2211 (J/m 2 ) S 1212 (J/m 2 ) τ 0 (J/m 2 ) Au (Pt) (Ni) deform independently from the surrounding medium, i.e. such that free surfaces are present on the boundary of the nanostructure, while the weak discontinuity permits the description of stress/strain discontinuity typically arising when a surface stress is present. All analysis are performed in twodimensional plane strain conditions, valid for plates whose depth are large in comparison with their length and thickness. In this context, the plates are represented by a rectangular domain, discretized with 50 4-node quadrilateral elements in the length direction, and 20 4-node quadrilateral elements in the thickness direction, respectively. In terms of materials, we concentrate on three cases: gold (Au), platinum (Pt), and nickel (Ni), whose surface properties are obtained from MD analyses performed in [6] and shown in Table I. Surface-stress-driven relaxation of a nanoplate The first example we present focuses on validating the proposed XFEM/level set formulation as compared with a benchmark atomistic calculation. The specific problem we consider is illustrated in Figure 6, which demonstrates a fixed/free gold nanoplate of length L =25nm, with thickness t =10nm, and infinite width w to mimic plane strain conditions. In this example, due to the existence of tensile surface stresses, the gold nanoplate will undergo compressive axial strains. The key point we wish to demonstrate, for the first time, is that the surface elastic formulation of Gurtin and Murdoch is capable of capturing the surface-stress-driven axial relaxation. By noting that the surface energy (force per unit length) on the nanoplate equals τ 0, while the resulting axial stress in the nanoplate is σ, we can state from equilibrium considerations along the axial direction of the nanoplate that σwt =2wτ 0 +2tτ 0 =2τ 0 (w+t) (38) Because w t, we can neglect t in the right-hand side of Equation (38), giving: σ= 2τ0 (39) t Finally, if the bulk Young s modulus is E, the axial strain in bulk due to surface-stress-induced compression can be written as: ε = 2τ0 (40) Et For the material properties of gold in Table I, Equation (40) gives an axial compressive strain of in the nanoplate due to surface stresses. Furthermore, Figure 7 shows a comparison for axial strain between Equation (40) and XFEM. As can be seen, when points along the axial direction of the nanoplate that are far from the free end are considered, the theoretical results

13 1478 M. FARSAD, F. J. VERNEREY AND H. S. PARK Figure 6. Schematic of a gold nanoplate, and the resulting XFEM discretization. Figure 7. A comparison of surface-stress-driven compressive axial strain as computed using Equation (40) and XFEM along the gold nanoplate length. from Equation (40) and the XFEM simulations match exactly. We note that in Equation (40), we have neglected the effects of Poisson ratio, surface elastic constants and boundary conditions; because of this, the Poisson ratio and surface elastic constants have been set to zero in the XFEM calculations. To further validate the XFEM results, we compare them to results previously obtained by Park and Klein [7] for the surface-stress-driven relaxation of a gold nanoplate obtained using both molecular statics (MS) simulations using an embedded atom (EAM) potential for gold, and the SCB model of Park and Klein [7]. For the MS simulation, a nm fixed/free gold nanoplate consisting of 1.25 million atoms was considered, with periodic boundary conditions along the 80 nm direction to mimic infinite plane strain conditions. For the SCB calculations, the same nanoplate was considered, with no periodic boundary conditions; the 80-nm width was chosen to mimic a very wide nanoplate. Twenty thousand 8-node hexahedral elements were used to discretize the nanoplate for the SCB calculations. Both the MS and SCB calculations used EAM potentials for gold, which are the basis for the material properties for gold shown in Table I.

14 SURFACE EFFECTS ON NANO MATERIALS 1479 Figure 8. Surface-stress-driven axial compressive displacement profile from (a) XFEM and (b) SCB calculations. (Right) Surface-stress-driven axial compressive displacement from the fixed end of the nanoplate for XFEM, SCB and MS simulations. Figure 8 shows the change in axial displacement versus distance from the fixed end for the XFEM, MS, and SCB calculations. We first note that the XFEM results are qualitatively similar to the SCB and MS results, in particular showing an essentially linear compressive displacement moving away from the fixed end, with a decrease in compressive displacement once the free surface is reached. We additionally note that the XFEM solution underestimates the compressive displacement along the nanoplate, whereas the SCB solution overestimates the compressive displacement. The SCB solution overestimates the compressive displacement because, as discussed by Park and Klein [7], the homogeneous deformation assumption that is enforced by using the Cauchy Born hypothesis restricts deformation of the surface atoms, which thus results in the surface atoms having a larger surface stress at equilibrium as compared with the MS calculation. In contrast, the XFEM calculation underestimates the MS solution because the surface stress and surface elastic constants that are used in the XFEM calculation are constant, and furthermore are equilibrated values as they represent values taken from atomistic simulations in which the effects of surface relaxation have been accounted for [5]. Because of this, the surface effects in the XFEM calculation are smaller than in the MS simulation, and thus the XFEM displacements due to surface stresses are smaller than are observed in the MS simulation. Surface effects on the axial stiffness of a nanoplate In the previous example, the XFEM results were shown to be independent of the surface elastic constants. Because of this, and to verify and demonstrate the effect of surface elastic constants, we consider the same nanoplate as shown in Figure 6, although with length L =100nm. In addition, we impose an applied axial force F on the plate. Because of this, we expect that both the bulk and surface elastic constants will be needed to resist the tensile deformation due to the applied axial force. If we consider σ and τ as the axial stresses in the bulk and surface energy (force per unit length) of the nanoplate, respectively, we can write: F =σ(wt)+τ[2(w+t)] (41)

15 1480 M. FARSAD, F. J. VERNEREY AND H. S. PARK Because w t, we can neglect t in the w+t term in (41) and write as: F =σt +2τ (42) w If E and S 1111 are the bulk Young s modulus and axial surface elastic constant, respectively, we can write that: ε 1 = σ and ε 2 = τ (43) E S 1111 where ε 1 and ε 2 are the axial strains in the bulk and surface, respectively. Combining Equations (42) and (43) and noting that ε 1 =ε 2 =δl/l, we obtain: F/w δl = Et L + 2S 1111 = K b + K s (44) L where K b and K s are the bulk and surface axial stiffness, respectively. From (44), we note that if material properties for gold as previously shown in Table I are considered, because the bulk Young s modulus E is much greater than S 1111, we expect that the surface stiffness K s will be negligible for large plates, while becoming increasingly important for smaller nanoplates. Furthermore, Equation (44) demonstrates that the aspect ratio of the plate t/l will have a significant effect on the bulk, and thus total stiffness of the nanoplate. Figure 9 shows the change in axial stiffness as a function of the nanoplate length, where the nanoplate aspect ratio t/l was kept constant at 10. As can be seen in Figure 9, an excellent agreement is found between the theoretical solution in Equation (44) and the XFEM solution. We also note that Figure 9 demonstrates the logical finding that a positive surface elastic coefficient S 1111, i.e. that would occur for most FCC metals, leads to an additional resistance against deformation (axial or flexural) of the surface. When the surface area to volume ratio becomes large enough, i.e. as the length of the nanoplate becomes smaller than 1000 nm in Figure 9, the resistance due to the positive surface elastic constant manifests itself in the form of an overall increase in axial stiffness for the nanoplate. Surface and interface stress-driven relaxation of a bi-layered nanoplate In our third numerical example, we seek to demonstrate the capabilities of the proposed XFEMlevel set approach in capturing not only surface stress effects, but also interface stress effects due to a bi-material interface. Referring to Figure 10, we consider a fixed/free bi-layered Pt/Ni nanoplate, with material properties for Pt, Ni and the Pt/Ni interface shown in Table I. To emphasize on the effect of surface tension alone, the surface stiffness is neglected in this example. This will permit to derive a simple analytical solution that can be compared with our numerical results. If we consider w and t as the width and depth of the nanoplate, respectively, and if the depth of each material (1 and 2) is t/2, for the equivalent section that is built of material 1, we can calculate x (the neutral axis distance from the top end of section) so that: w 3t t 4 2 +nw t t 2 4 = x(w+nw) t (45) 2 where n = E 2 /E 1 and E 1 and E 2 are the Young s modulus of material 1 and 2, respectively. Finally, x can be calculated from Equation (45) as: x = t(3+n) (46) 4(1+n)

16 SURFACE EFFECTS ON NANO MATERIALS 1481 Figure 9. Surface effects on the size-dependent axial stiffness of a gold nanoplate with a constant aspect ratio of 10. Figure 10. General outline of fixed/free bi-layered nano-beam including both surface and interface effects. If we define τ 0 1, τ0 2,andτ0 12 as the surface energy (force per unit length) on materials 1, 2 and the interface of materials 1 and 2, respectively, we can calculate the induced moment (M) inthe section that results from the material and surface elastic property differences between materials 1 and 2 as: ( ) t M =(τ 0 1 w)(t x) (τ0 2 w)x +(τ0 12 w) 2 x (47)

17 1482 M. FARSAD, F. J. VERNEREY AND H. S. PARK Defining I and ρ as the moment of inertia and the equivalent radius of curvature respectively, i.e.: 1 ρ = M E 1 I and ε 1 = y ρ (48) where y and ε 1 are the distance from the neutral axis and the axial strain due to the moment M respectively, we find that: ( ) t τ 0 1 (t x) τ0 2 x +τ x ε 1 = ( ( ) 1 t 3 ( ) [ ( ) t 3t 2 ( (n +1) x +n x t ) ]) (49) 2 E 1 4 To calculate the axial strain that comes from surface-stress-driven relaxation (ε 2 ), and using the same method used for homogeneous nanoplate, we find that: ε 2 = τ0 1 +τ0 2 +τ0 12 E 1 t 2 (1+n) (50) Finally, the total axial strain due to surface and interface stresses can be written as: ε =ε 1 +ε 2 (51) Considering a fixed/free nanoplate, we can calculate the deflection δ of the nanoplate to be δ= 1 2ρ x2 (52) where x is the distance from the fixed end of the beam and ρ can be calculated from Equation (48). We first show in Figure 11(a) the deformed configuration of the bi-layered nanoplate, as well as a comparison of the surface and interface stress-induced axial strain as calculated using both XFEM and the analytic solution given in Equations (49) (51). We additionally show in Figure 11(b) a comparison between XFEM and the analytic solution for the transverse deflection of the bi-layered nanoplate. In both cases, excellent agreement between XFEM and the analytic solution is observed. Another interesting point to discuss is the fact that the bi-layered plate deflects downward, as shown in Figures 11(a) and (b). This occurs because the surface stress for the bottom (Pt) surface of the plate is larger than the surface stress on the top (Ni) surface of the nanoplate. Surface effects on the size-dependent bending stiffness of a nanobeam For the final numerical example, we consider surface effects on the size-dependent bending stiffness of a nanobeam, where the problem schematic is illustrated in Figure 12. The material we use in this example is gold (Au) whose properties are mentioned in Table I. For this problem, we consider that the nanobeam has fixed/fixed boundary conditions, and is motivated by recent experimental findings [35, 36] that have shown that the bending stiffness of FCC metal nanowires increases dramatically with decreasing nanowire diameter. Before showing the XFEM results, we first derive

18 SURFACE EFFECTS ON NANO MATERIALS 1483 Figure 11. (a) Axial strain comparison between XFEM and theory (Equations (49) (51)) due to both surface and interface stress for a bi-layered Pt/Ni nanoplate, (b) transverse deflection comparison along a bi-layered Pt/Ni nanoplate between XFEM and theory (Equation (52)) due to both surface and interface stress. Figure 12. Schematic of a fixed fixed nanobeam bent by an applied force F. a theoretical solution to compare with the XFEM results. The bending equilibrium of the crosssection shown in Figure 12 can be written as σ x y da+2 A t f s dz = M (53) 2 where σ x is the axial stress of the cross-section and f s is the force induced on the beam surface due to the surface elastic constant S 1111 ; f s = S 1111 ε max, where ε max is the maximum axial strain that occurs on the top and bottom surfaces. By applying the standard relationships σ x = Eε and

19 1484 M. FARSAD, F. J. VERNEREY AND H. S. PARK ε =(y/y max )ε max and substituting the result into (53) we find that: 2E ε max y 2 da+ S 1111 twε max = M (54) t A Knowing that I = y 2 da, where I is section moment of inertia around axis z, one can write: M ε max = (55) 2EI + S 1111 tw t For the rectangular section shown in Figure 12, I = 12 1 wt3 ; therefore, we can simplify Equation (55) to: M ε max = wt( 1 6 Et+ S (56) 1111) while for ε we can write: 2My ε = wt 2 ( 1 6 Et+ S (57) 1111) If we now consider F and d as applied external force and its corresponding transverse deflection of the beam, the energy equilibrium can be written as δw ext =δf d =δw b +δw s +δw sh (58) where δw b,δw s,andδw sh are virtual internal energies corresponding with bending, surface, and shear deformation, respectively; and, δw ext is virtual external work. The internal energies can be calculated as ( )( ) 2My 2δMy δw b = σ δε dω= E Ω Ω wt 2 ( 1 6 Et+ S 1111) wt 2 ( 1 6 Et+ S dω 1111) and 4E = w 2 t 4 ( 1 6 Et+ S 1111) 2 δw s = 2 ( MδM f s δε max w dx =2 ) y 2 da dx = E 3wt( 1 6 Et+ S 1111) 2 S 1111 ε max δε max w dx ( )( ) M δm = 2S 1111 w wt( 1 6 Et+ S 1111) wt( 1 6 Et+ S dx 1111) = 2S 1111 wt 2 ( 1 6 Et+ S 1111) 2 M δm dx (59) M δm dx (60)

20 SURFACE EFFECTS ON NANO MATERIALS 1485 Figure 13. Comparison between XFEM and analytical solution for surface effects on the size-dependence of the transverse stiffness of a fixed fixed nanobeam with a fixed aspect ratio of 10. In Equation (59) we used y 2 da =wt 3 /12 as the moment of inertia for a rectangular cross-section. For a rectangular section with shear force V, shear modulus G and the Poisson ratio ν: δw sh = 6 5 V δv GA dx = 6 2(1+ν)V δv dx (61) 5 EA where A is the beam cross-sectional area. Combining Equations (58), (59), (60) and (61) and dividing by δf we can write: 2 d = wt 2 ( 1 6 Et+ S 1111) M M F 12(1+ν) dx + 5EA V V dx (62) F Following the theory of beams [37] for the fixed fixed beam shown in Figure 12, we can derive that M = FL((x/2L) 1 8 )andv = F/2 for 0 x L/2. After further simplifying Equation (62) for a rectangular beam we find that: K = F/w d = 1 L 3 96t 2 ( 1 6 Et+ S 1111) + 3L(1+ν) 5Et (63) where K is total transverse stiffness of the fixed fixed beam under study. Figure 13 shows a comparison between the XFEM solution with the analytic solution in Equation (63) for fixed/fixed nanobeams with a constant aspect ratio of L/t =10. There are two key trends to note. First, the agreement between the XFEM solution and the analytic solution is extremely good. Second, we observe the same trends for gold, i.e. a significant increase in effective Young s modulus due to surface effects, that has been observed experimentally for fixed/fixed FCC metal nanowires both experimentally [35, 36] and theoretically by Yun and Park [25].

21 1486 M. FARSAD, F. J. VERNEREY AND H. S. PARK The effect of the combination of surface decohesion and surface elasticity on the overall mechanical response of a plate with an inclusion The last example illustrates the combined effects of surface elasticity and surface decohesion, phenomena that can only be captured by considering both strong and weak discontinuities in the XFEM approximation. Referring to Figure 14(a), let us consider an elastic plate with a circular inclusion subjected to surface elasticity and interface decohesion. To describe surface elasticity, a weakly discontinuous enrichment is considered according to Equation (24), while the surface and bulk material properties [19] are given by E =3GPa,ν=0.3, S 1111 = S 2222 =6.09J/m 2, S 1122 = S 2211 =6.84J/m 2,andS 1212 = 0.375J/m 2, where E and ν are the bulk Young s modulus and the Poisson ratio, respectively. The dimensions of the plate are varying from 10m 10m to 10nm 10nm (Figure 14) in order to study the size effect on effective stiffness and the inclusion volume fraction is 0.2 for all simulations. To characterize matrix-inclusion decohesion, a linear cohesive law is also considered at the interface in the form given by Equation (12). We consider several interface stiffnesses K t and K n, ranging from zero to very large values (1.0e15 Pa) and study the change of effective stiffness (K eff =σ yy /ε yy ), where σ yy and ε yy are the stress and strain in the vertical direction in the plate, respectively. For this, the deformation of the plate is prescribed as constant vertical displacement boundary conditions for the top and bottom edges and a fixed displacement on the left and right boundaries (Figure 14(a)). The deformed configuration of the plate for a weak cohesive stiffness is depicted in Figure (14), clearly showing the jump in displacement between points inside and outside the inclusion. The change in the normalized stiffness K eff (with respect to the stiffness of the matrix material) with interface cohesion and plate dimension as computed with our XFEM formulation is then depicted in Figure 15. As expected, Figure 15 shows a rise of normalized effective stiffness with interface cohesive stiffness. The increase in effective stiffness occurs up to interface cohesive stiffnesses of about K n = K t =10GPa and is followed by a plateau as the interface decohesion becomes negligible compared with the plate deformation. Figure 15 also shows the strong size effect arising from surface elasticity applied on the inclusion as the plate dimension approaches nanometer dimensions. However, as cohesive stiffness decreases, the inclusion properties have a reduced effect on the effective properties of the plate. As a result, strong size effects are observed in the case of strong interface cohesion while when no cohesion is present (K n = K t =0), no size effects are observed. This example therefore illustrates how a combination of weak and strong discontinuities is necessary to capture the interactions between surface elasticity and surface decohesion at the nano-scale. CONCLUSIONS We have introduced an XFEM/level set framework for the study of small deformation elastic behavior of nano-structures that possesses the following features: Owing to its continuum mechanics underpinnings, the method is computationally tractable and may be used to study surface and interface effects on nanostructures that have length scales, i.e nm, that are significantly larger than those that can be studied using fully atomistic techniques. The geometry of the structure is entirely defined by level set functions that are defined independently from the finite element mesh. Simple, regular FEM meshes may thus be used regardless of the geometric complexity of the nanostructure. The geometry of the structure is

22 SURFACE EFFECTS ON NANO MATERIALS 1487 Figure 14. General outline of the plate under study: (a) undeformed and (b) deformed (zero interface cohesion). Sub-elements close to interface are used for plotting purposes only. Figure 15. Changes of the plate effective stiffness with interface cohesion and scale. entirely defined by level set functions that are defined independently from the finite element mesh. Simple, regular FEM meshes may thus be used regardless of the geometric complexity of the nanostructure. Another advantage of this method is that the external region that surrounds the area under study is deleted from the main problem solution by introducing a strong discontinuity. This method results in a well-conditioned global stiffness matrix by using a finite stiffness for the external region. The different elastic properties and constitutive response of nanoscale surfaces are described with a continuum description that naturally fits into the XFEM methodology. Thus, no special treatment is necessary to model jumps in stress, strain, and displacement arising due to free surfaces, interfaces, or interface decohesion.

23 1488 M. FARSAD, F. J. VERNEREY AND H. S. PARK The method is able to describe complex material behavior in nano-composites such as plasticity or damage. It thus presents a useful tool for studying surface and interface effects on the deformation and fracture of nano-composite structures. The developed methodology was verified against four numerical examples involving surfacestress-driven relaxation of a nanoplate and a multi-material bi-layer nanoplate, surface effects on the axial stiffness of a nanoplate, and surface effects on the bending stiffness of a nanobeam. In all cases, the XFEM/level set numerical results were in excellent agreement with the derived analytical solution. Furthermore, validation in the case of the surface-stress-driven relaxation of the gold nanoplate was performed against benchmark atomistic and multiscale SCB calculations. Finally, in the last example, a combination of weak and strong discontinuities was used to capture the interactions between surface decohesion and surface elasticity in a plate with an inclusion. The influence of surface properties and decohesion on the overall mechanical response of the composite plate could thus be assessed. Since surface elasticity was only associated with the inclusion, we observed a size dependence in the overall plate response when a finite cohesion between inclusion and matrix was considered. However, no size effects were observed when the interface cohesion vanished. Future work will focus on incorporating the effects of plasticity and interface decohesion into the proposed framework [38 40], as well as detailed investigations into how surface effects impact the mechanical properties of nanomaterials. ACKNOWLEDGEMENTS FJV gratefully acknowledges NSF grant number CMMI and HSP gratefully acknowledges NSF grant number CMMI in support of this research. REFERENCES 1. Sharma P, Ganti S, Bhate N. Effect of surfaces on the size-dependent elastic state of nano-inhomogeneities. Applied Physics Letters 2003; 82(4): Diao J, Gall K, Dunn ML. Surface stress driven reorientation of gold nanowires. Physical Review B 2004; Chen T et al. Size-dependent elastic properties of unidirectional nano-composites with interface stresses. Acta Mechanica 2007; 188: Cammarata RC. Surface and interface stress effects in thin films. Progress in Surface Science 1994; 46(1): Shenoy VB. Atomistic calculations of elastic properties of metallic FCC crystal surfaces. Physical Review B 2005; 71: Mi C, Jun S, Kouris DA, Kim SY. Atomistic calculations of interface elastic properties in noncoherent metallic bilayers. Physical Review B 2008; 77: Park HS, Klein PA. Surface Cauchy Born analysis of surface stress effects on metallic nanowires. Physical Review B 2007; 75: Park HS, Cai W, Espinosa HD, Huang H. Mechanics of crystalline nanowires. MRS Bulletin 2009; 34(3): Gurtin ME, Murdoch A. A continuum theory of elastic material surfaces. Archives of Rational Mechanics and Analysis 1975; 57: Yang P. The chemistry and physics of semiconductor nanowires. MRS Bulletin 2005; 30(2): Streitz FH, Cammarata RC, Sieradzki K. Surface-stress effects on elastic properties. I. Thin metal films. Physical Review B 1994; 49(15): Miller RE, Shenoy VB. Size-dependent elastic properties of nanosized structural elements. Nanotechnology 2000; 11: He LH, Lim CW, Wu BS. A continuum model for size-dependent deformation of elastic films of nano-scale thickness. International Journal of Solids and Structures 2004; 41:

A surface Cauchy Born model for nanoscale materials

A surface Cauchy Born model for nanoscale materials INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING Int. J. Numer. Meth. Engng 26; 68:172 195 Published online 9 May 26 in Wiley InterScience (www.interscience.wiley.com). DOI: 1.12/nme.1754 A surface

More information

Finite Element Method in Geotechnical Engineering

Finite Element Method in Geotechnical Engineering Finite Element Method in Geotechnical Engineering Short Course on + Dynamics Boulder, Colorado January 5-8, 2004 Stein Sture Professor of Civil Engineering University of Colorado at Boulder Contents Steps

More information

Fundamentals of Linear Elasticity

Fundamentals of Linear Elasticity Fundamentals of Linear Elasticity Introductory Course on Multiphysics Modelling TOMASZ G. ZIELIŃSKI bluebox.ippt.pan.pl/ tzielins/ Institute of Fundamental Technological Research of the Polish Academy

More information

For an imposed stress history consisting of a rapidly applied step-function jump in

For an imposed stress history consisting of a rapidly applied step-function jump in Problem 2 (20 points) MASSACHUSETTS INSTITUTE OF TECHNOLOGY DEPARTMENT OF MECHANICAL ENGINEERING CAMBRIDGE, MASSACHUSETTS 0239 2.002 MECHANICS AND MATERIALS II SOLUTION for QUIZ NO. October 5, 2003 For

More information

Supplementary Figures

Supplementary Figures Fracture Strength (GPa) Supplementary Figures a b 10 R=0.88 mm 1 0.1 Gordon et al Zhu et al Tang et al im et al 5 7 6 4 This work 5 50 500 Si Nanowire Diameter (nm) Supplementary Figure 1: (a) TEM image

More information

An Atomistic-based Cohesive Zone Model for Quasi-continua

An Atomistic-based Cohesive Zone Model for Quasi-continua An Atomistic-based Cohesive Zone Model for Quasi-continua By Xiaowei Zeng and Shaofan Li Department of Civil and Environmental Engineering, University of California, Berkeley, CA94720, USA Extended Abstract

More information

An Energy Dissipative Constitutive Model for Multi-Surface Interfaces at Weld Defect Sites in Ultrasonic Consolidation

An Energy Dissipative Constitutive Model for Multi-Surface Interfaces at Weld Defect Sites in Ultrasonic Consolidation An Energy Dissipative Constitutive Model for Multi-Surface Interfaces at Weld Defect Sites in Ultrasonic Consolidation Nachiket Patil, Deepankar Pal and Brent E. Stucker Industrial Engineering, University

More information

Mechanics PhD Preliminary Spring 2017

Mechanics PhD Preliminary Spring 2017 Mechanics PhD Preliminary Spring 2017 1. (10 points) Consider a body Ω that is assembled by gluing together two separate bodies along a flat interface. The normal vector to the interface is given by n

More information

Lecture 15 Strain and stress in beams

Lecture 15 Strain and stress in beams Spring, 2019 ME 323 Mechanics of Materials Lecture 15 Strain and stress in beams Reading assignment: 6.1 6.2 News: Instructor: Prof. Marcial Gonzalez Last modified: 1/6/19 9:42:38 PM Beam theory (@ ME

More information

Surface Cauchy-Born analysis of surface stress effects on metallic nanowires

Surface Cauchy-Born analysis of surface stress effects on metallic nanowires Surface Cauchy-Born analysis of surface stress effects on metallic nanowires Harold S. Park 1, * and Patrick A. Klein 2 1 Department of Civil and Environmental Engineering, Vanderbilt University, Nashville,

More information

7. Hierarchical modeling examples

7. Hierarchical modeling examples 7. Hierarchical modeling examples The objective of this chapter is to apply the hierarchical modeling approach discussed in Chapter 1 to three selected problems using the mathematical models studied in

More information

SEMM Mechanics PhD Preliminary Exam Spring Consider a two-dimensional rigid motion, whose displacement field is given by

SEMM Mechanics PhD Preliminary Exam Spring Consider a two-dimensional rigid motion, whose displacement field is given by SEMM Mechanics PhD Preliminary Exam Spring 2014 1. Consider a two-dimensional rigid motion, whose displacement field is given by u(x) = [cos(β)x 1 + sin(β)x 2 X 1 ]e 1 + [ sin(β)x 1 + cos(β)x 2 X 2 ]e

More information

An exact reanalysis algorithm using incremental Cholesky factorization and its application to crack growth modeling

An exact reanalysis algorithm using incremental Cholesky factorization and its application to crack growth modeling INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING Int. J. Numer. Meth. Engng 01; 91:158 14 Published online 5 June 01 in Wiley Online Library (wileyonlinelibrary.com). DOI: 10.100/nme.4 SHORT

More information

Discrete Element Modelling of a Reinforced Concrete Structure

Discrete Element Modelling of a Reinforced Concrete Structure Discrete Element Modelling of a Reinforced Concrete Structure S. Hentz, L. Daudeville, F.-V. Donzé Laboratoire Sols, Solides, Structures, Domaine Universitaire, BP 38041 Grenoble Cedex 9 France sebastian.hentz@inpg.fr

More information

Symmetric Bending of Beams

Symmetric Bending of Beams Symmetric Bending of Beams beam is any long structural member on which loads act perpendicular to the longitudinal axis. Learning objectives Understand the theory, its limitations and its applications

More information

FLEXIBILITY METHOD FOR INDETERMINATE FRAMES

FLEXIBILITY METHOD FOR INDETERMINATE FRAMES UNIT - I FLEXIBILITY METHOD FOR INDETERMINATE FRAMES 1. What is meant by indeterminate structures? Structures that do not satisfy the conditions of equilibrium are called indeterminate structure. These

More information

Niiranen, Jarkko; Khakalo, Sergei; Balobanov, Viacheslav Strain gradient elasticity theories in lattice structure modelling

Niiranen, Jarkko; Khakalo, Sergei; Balobanov, Viacheslav Strain gradient elasticity theories in lattice structure modelling Powered by TCPDF (www.tcpdf.org) This is an electronic reprint of the original article. This reprint may differ from the original in pagination and typographic detail. Niiranen, Jarkko; Khakalo, Sergei;

More information

CRITERIA FOR SELECTION OF FEM MODELS.

CRITERIA FOR SELECTION OF FEM MODELS. CRITERIA FOR SELECTION OF FEM MODELS. Prof. P. C.Vasani,Applied Mechanics Department, L. D. College of Engineering,Ahmedabad- 380015 Ph.(079) 7486320 [R] E-mail:pcv-im@eth.net 1. Criteria for Convergence.

More information

Game Physics. Game and Media Technology Master Program - Utrecht University. Dr. Nicolas Pronost

Game Physics. Game and Media Technology Master Program - Utrecht University. Dr. Nicolas Pronost Game and Media Technology Master Program - Utrecht University Dr. Nicolas Pronost Soft body physics Soft bodies In reality, objects are not purely rigid for some it is a good approximation but if you hit

More information

Model-independent approaches for the XFEM in fracture mechanics

Model-independent approaches for the XFEM in fracture mechanics Model-independent approaches for the XFEM in fracture mechanics Safdar Abbas 1 Alaskar Alizada 2 and Thomas-Peter Fries 2 1 Aachen Institute for Computational Engineering Science (AICES), RWTH Aachen University,

More information

MODELLING MIXED-MODE RATE-DEPENDENT DELAMINATION IN LAYERED STRUCTURES USING GEOMETRICALLY NONLINEAR BEAM FINITE ELEMENTS

MODELLING MIXED-MODE RATE-DEPENDENT DELAMINATION IN LAYERED STRUCTURES USING GEOMETRICALLY NONLINEAR BEAM FINITE ELEMENTS PROCEEDINGS Proceedings of the 25 th UKACM Conference on Computational Mechanics 12-13 April 217, University of Birmingham Birmingham, United Kingdom MODELLING MIXED-MODE RATE-DEPENDENT DELAMINATION IN

More information

Correction of local-linear elasticity for nonlocal residuals: Application to Euler-Bernoulli beams

Correction of local-linear elasticity for nonlocal residuals: Application to Euler-Bernoulli beams Correction of local-linear elasticity for nonlocal residuals: Application to Euler-Bernoulli beams Mohamed Shaat* Engineering and Manufacturing Technologies Department, DACC, New Mexico State University,

More information

Example 3.7 Consider the undeformed configuration of a solid as shown in Figure 3.60.

Example 3.7 Consider the undeformed configuration of a solid as shown in Figure 3.60. 162 3. The linear 3-D elasticity mathematical model The 3-D elasticity model is of great importance, since it is our highest order hierarchical model assuming linear elastic behavior. Therefore, it provides

More information

IAP 2006: From nano to macro: Introduction to atomistic modeling techniques and application in a case study of modeling fracture of copper (1.

IAP 2006: From nano to macro: Introduction to atomistic modeling techniques and application in a case study of modeling fracture of copper (1. IAP 2006: From nano to macro: Introduction to atomistic modeling techniques and application in a case study of modeling fracture of copper (1.978 PDF) http://web.mit.edu/mbuehler/www/teaching/iap2006/intro.htm

More information

Discrete Analysis for Plate Bending Problems by Using Hybrid-type Penalty Method

Discrete Analysis for Plate Bending Problems by Using Hybrid-type Penalty Method 131 Bulletin of Research Center for Computing and Multimedia Studies, Hosei University, 21 (2008) Published online (http://hdl.handle.net/10114/1532) Discrete Analysis for Plate Bending Problems by Using

More information

The New Boundary Condition Effect on The Free Vibration Analysis of Micro-beams Based on The Modified Couple Stress Theory

The New Boundary Condition Effect on The Free Vibration Analysis of Micro-beams Based on The Modified Couple Stress Theory International Research Journal of Applied and Basic Sciences 2015 Available online at www.irjabs.com ISSN 2251-838X / Vol, 9 (3): 274-279 Science Explorer Publications The New Boundary Condition Effect

More information

BENCHMARK LINEAR FINITE ELEMENT ANALYSIS OF LATERALLY LOADED SINGLE PILE USING OPENSEES & COMPARISON WITH ANALYTICAL SOLUTION

BENCHMARK LINEAR FINITE ELEMENT ANALYSIS OF LATERALLY LOADED SINGLE PILE USING OPENSEES & COMPARISON WITH ANALYTICAL SOLUTION BENCHMARK LINEAR FINITE ELEMENT ANALYSIS OF LATERALLY LOADED SINGLE PILE USING OPENSEES & COMPARISON WITH ANALYTICAL SOLUTION Ahmed Elgamal and Jinchi Lu October 07 Introduction In this study: I) The response

More information

Cohesive Zone Modeling of Dynamic Fracture: Adaptive Mesh Refinement and Coarsening

Cohesive Zone Modeling of Dynamic Fracture: Adaptive Mesh Refinement and Coarsening Cohesive Zone Modeling of Dynamic Fracture: Adaptive Mesh Refinement and Coarsening Glaucio H. Paulino 1, Kyoungsoo Park 2, Waldemar Celes 3, Rodrigo Espinha 3 1 Department of Civil and Environmental Engineering

More information

Discontinuous Distributions in Mechanics of Materials

Discontinuous Distributions in Mechanics of Materials Discontinuous Distributions in Mechanics of Materials J.E. Akin, Rice University 1. Introduction The study of the mechanics of materials continues to change slowly. The student needs to learn about software

More information

XI. NANOMECHANICS OF GRAPHENE

XI. NANOMECHANICS OF GRAPHENE XI. NANOMECHANICS OF GRAPHENE Carbon is an element of extraordinary properties. The carbon-carbon bond possesses large magnitude cohesive strength through its covalent bonds. Elemental carbon appears in

More information

ACCURATE MODELLING OF STRAIN DISCONTINUITIES IN BEAMS USING AN XFEM APPROACH

ACCURATE MODELLING OF STRAIN DISCONTINUITIES IN BEAMS USING AN XFEM APPROACH VI International Conference on Adaptive Modeling and Simulation ADMOS 213 J. P. Moitinho de Almeida, P. Díez, C. Tiago and N. Parés (Eds) ACCURATE MODELLING OF STRAIN DISCONTINUITIES IN BEAMS USING AN

More information

3D Elasticity Theory

3D Elasticity Theory 3D lasticity Theory Many structural analysis problems are analysed using the theory of elasticity in which Hooke s law is used to enforce proportionality between stress and strain at any deformation level.

More information

CHAPTER THREE SYMMETRIC BENDING OF CIRCLE PLATES

CHAPTER THREE SYMMETRIC BENDING OF CIRCLE PLATES CHAPTER THREE SYMMETRIC BENDING OF CIRCLE PLATES * Governing equations in beam and plate bending ** Solution by superposition 1.1 From Beam Bending to Plate Bending 1.2 Governing Equations For Symmetric

More information

Composite materials: mechanical properties

Composite materials: mechanical properties Composite materials: mechanical properties A computational lattice model describing scale effects @ nano-scale Luciano Colombo In collaboration with: Pier Luca Palla and Stefano Giordano Department of

More information

Structural Dynamics Lecture Eleven: Dynamic Response of MDOF Systems: (Chapter 11) By: H. Ahmadian

Structural Dynamics Lecture Eleven: Dynamic Response of MDOF Systems: (Chapter 11) By: H. Ahmadian Structural Dynamics Lecture Eleven: Dynamic Response of MDOF Systems: (Chapter 11) By: H. Ahmadian ahmadian@iust.ac.ir Dynamic Response of MDOF Systems: Mode-Superposition Method Mode-Superposition Method:

More information

3. BEAMS: STRAIN, STRESS, DEFLECTIONS

3. BEAMS: STRAIN, STRESS, DEFLECTIONS 3. BEAMS: STRAIN, STRESS, DEFLECTIONS The beam, or flexural member, is frequently encountered in structures and machines, and its elementary stress analysis constitutes one of the more interesting facets

More information

Estimation of the Residual Stiffness of Fire-Damaged Concrete Members

Estimation of the Residual Stiffness of Fire-Damaged Concrete Members Copyright 2011 Tech Science Press CMC, vol.22, no.3, pp.261-273, 2011 Estimation of the Residual Stiffness of Fire-Damaged Concrete Members J.M. Zhu 1, X.C. Wang 1, D. Wei 2, Y.H. Liu 2 and B.Y. Xu 2 Abstract:

More information

University of Groningen

University of Groningen University of Groningen Nature-inspired microfluidic propulsion using magnetic actuation Khaderi, S. N.; Baltussen, M. G. H. M.; Anderson, P. D.; Ioan, D.; den Toonder, J.M.J.; Onck, Patrick Published

More information

Elements of Continuum Elasticity. David M. Parks Mechanics and Materials II February 25, 2004

Elements of Continuum Elasticity. David M. Parks Mechanics and Materials II February 25, 2004 Elements of Continuum Elasticity David M. Parks Mechanics and Materials II 2.002 February 25, 2004 Solid Mechanics in 3 Dimensions: stress/equilibrium, strain/displacement, and intro to linear elastic

More information

An orthotropic damage model for crash simulation of composites

An orthotropic damage model for crash simulation of composites High Performance Structures and Materials III 511 An orthotropic damage model for crash simulation of composites W. Wang 1, F. H. M. Swartjes 1 & M. D. Gan 1 BU Automotive Centre of Lightweight Structures

More information

Mechanical Properties of Materials

Mechanical Properties of Materials Mechanical Properties of Materials Strains Material Model Stresses Learning objectives Understand the qualitative and quantitative description of mechanical properties of materials. Learn the logic of

More information

AN EFFECTIVE SOLUTION OF THE COMPOSITE (FGM S) BEAM STRUCTURES

AN EFFECTIVE SOLUTION OF THE COMPOSITE (FGM S) BEAM STRUCTURES Engineering MECHANICS, Vol. 15, 2008, No. 2, p. 115 132 115 AN EFFECTIVE SOLUTION OF THE COMPOSITE (FGM S) BEAM STRUCTURES Justín Murín, Vladimír Kutiš* The additive mixture rules have been extended for

More information

1 Static Plastic Behaviour of Beams

1 Static Plastic Behaviour of Beams 1 Static Plastic Behaviour of Beams 1.1 Introduction Many ductile materials which are used in engineering practice have a considerable reserve capacity beyond the initial yield condition. The uniaxial

More information

CHAPTER -6- BENDING Part -1-

CHAPTER -6- BENDING Part -1- Ishik University / Sulaimani Civil Engineering Department Mechanics of Materials CE 211 CHAPTER -6- BENDING Part -1-1 CHAPTER -6- Bending Outlines of this chapter: 6.1. Chapter Objectives 6.2. Shear and

More information

MODIFIED HYPERBOLIC SHEAR DEFORMATION THEORY FOR STATIC FLEXURE ANALYSIS OF THICK ISOTROPIC BEAM

MODIFIED HYPERBOLIC SHEAR DEFORMATION THEORY FOR STATIC FLEXURE ANALYSIS OF THICK ISOTROPIC BEAM MODIFIED HYPERBOLIC SHEAR DEFORMATION THEORY FOR STATIC FLEXURE ANALYSIS OF THICK ISOTROPIC BEAM S. Jasotharan * and I.R.A. Weerasekera University of Moratuwa, Moratuwa, Sri Lanka * E-Mail: jasos91@hotmail.com,

More information

2018. Nonlinear free vibration analysis of nanobeams under magnetic field based on nonlocal elasticity theory

2018. Nonlinear free vibration analysis of nanobeams under magnetic field based on nonlocal elasticity theory 2018. Nonlinear free vibration analysis of nanobeams under magnetic field based on nonlocal elasticity theory Tai-Ping Chang National Kaohsiung First University of Science and Technology, Kaohsiung, Taiwan

More information

BAR ELEMENT WITH VARIATION OF CROSS-SECTION FOR GEOMETRIC NON-LINEAR ANALYSIS

BAR ELEMENT WITH VARIATION OF CROSS-SECTION FOR GEOMETRIC NON-LINEAR ANALYSIS Journal of Computational and Applied Mechanics, Vol.., No. 1., (2005), pp. 83 94 BAR ELEMENT WITH VARIATION OF CROSS-SECTION FOR GEOMETRIC NON-LINEAR ANALYSIS Vladimír Kutiš and Justín Murín Department

More information

Concrete Fracture Prediction Using Virtual Internal Bond Model with Modified Morse Functional Potential

Concrete Fracture Prediction Using Virtual Internal Bond Model with Modified Morse Functional Potential Concrete Fracture Prediction Using Virtual Internal Bond Model with Modified Morse Functional Potential Kyoungsoo Park, Glaucio H. Paulino and Jeffery R. Roesler Department of Civil and Environmental Engineering,

More information

7.4 The Elementary Beam Theory

7.4 The Elementary Beam Theory 7.4 The Elementary Beam Theory In this section, problems involving long and slender beams are addressed. s with pressure vessels, the geometry of the beam, and the specific type of loading which will be

More information

General elastic beam with an elastic foundation

General elastic beam with an elastic foundation General elastic beam with an elastic foundation Figure 1 shows a beam-column on an elastic foundation. The beam is connected to a continuous series of foundation springs. The other end of the foundation

More information

Chapter 6 2D Elements Plate Elements

Chapter 6 2D Elements Plate Elements Institute of Structural Engineering Page 1 Chapter 6 2D Elements Plate Elements Method of Finite Elements I Institute of Structural Engineering Page 2 Continuum Elements Plane Stress Plane Strain Toda

More information

Consider an elastic spring as shown in the Fig.2.4. When the spring is slowly

Consider an elastic spring as shown in the Fig.2.4. When the spring is slowly .3 Strain Energy Consider an elastic spring as shown in the Fig..4. When the spring is slowly pulled, it deflects by a small amount u 1. When the load is removed from the spring, it goes back to the original

More information

Stresses in Curved Beam

Stresses in Curved Beam Stresses in Curved Beam Consider a curved beam subjected to bending moment M b as shown in the figure. The distribution of stress in curved flexural member is determined by using the following assumptions:

More information

Soft Bodies. Good approximation for hard ones. approximation breaks when objects break, or deform. Generalization: soft (deformable) bodies

Soft Bodies. Good approximation for hard ones. approximation breaks when objects break, or deform. Generalization: soft (deformable) bodies Soft-Body Physics Soft Bodies Realistic objects are not purely rigid. Good approximation for hard ones. approximation breaks when objects break, or deform. Generalization: soft (deformable) bodies Deformed

More information

Chapter 5 Structural Elements: The truss & beam elements

Chapter 5 Structural Elements: The truss & beam elements Institute of Structural Engineering Page 1 Chapter 5 Structural Elements: The truss & beam elements Institute of Structural Engineering Page 2 Chapter Goals Learn how to formulate the Finite Element Equations

More information

Alternative numerical method in continuum mechanics COMPUTATIONAL MULTISCALE. University of Liège Aerospace & Mechanical Engineering

Alternative numerical method in continuum mechanics COMPUTATIONAL MULTISCALE. University of Liège Aerospace & Mechanical Engineering University of Liège Aerospace & Mechanical Engineering Alternative numerical method in continuum mechanics COMPUTATIONAL MULTISCALE Van Dung NGUYEN Innocent NIYONZIMA Aerospace & Mechanical engineering

More information

Review of Strain Energy Methods and Introduction to Stiffness Matrix Methods of Structural Analysis

Review of Strain Energy Methods and Introduction to Stiffness Matrix Methods of Structural Analysis uke University epartment of Civil and Environmental Engineering CEE 42L. Matrix Structural Analysis Henri P. Gavin Fall, 22 Review of Strain Energy Methods and Introduction to Stiffness Matrix Methods

More information

DYNAMIC RESPONSE OF SYNTACTIC FOAM CORE SANDWICH USING A MULTIPLE SCALES BASED ASYMPTOTIC METHOD

DYNAMIC RESPONSE OF SYNTACTIC FOAM CORE SANDWICH USING A MULTIPLE SCALES BASED ASYMPTOTIC METHOD ECCM6-6 TH EUROPEAN CONFERENCE ON COMPOSITE MATERIALS, Seville, Spain, -6 June 4 DYNAMIC RESPONSE OF SYNTACTIC FOAM CORE SANDWICH USING A MULTIPLE SCALES BASED ASYMPTOTIC METHOD K. V. Nagendra Gopal a*,

More information

Chapter 7. Highlights:

Chapter 7. Highlights: Chapter 7 Highlights: 1. Understand the basic concepts of engineering stress and strain, yield strength, tensile strength, Young's(elastic) modulus, ductility, toughness, resilience, true stress and true

More information

MAE4700/5700 Finite Element Analysis for Mechanical and Aerospace Design

MAE4700/5700 Finite Element Analysis for Mechanical and Aerospace Design MAE4700/5700 Finite Element Analsis for Mechanical and Aerospace Design Cornell Universit, Fall 2009 Nicholas Zabaras Materials Process Design and Control Laborator Sible School of Mechanical and Aerospace

More information

Integral equations for crack systems in a slightly heterogeneous elastic medium

Integral equations for crack systems in a slightly heterogeneous elastic medium Boundary Elements and Other Mesh Reduction Methods XXXII 65 Integral equations for crack systems in a slightly heterogeneous elastic medium A. N. Galybin & S. M. Aizikovich Wessex Institute of Technology,

More information

SENSOR DEVICES MECHANICAL SENSORS

SENSOR DEVICES MECHANICAL SENSORS SENSOR DEVICES MECHANICAL SENSORS OUTLINE 4 Mechanical Sensors Introduction General mechanical properties Piezoresistivity Piezoresistive sensors Capacitive sensors Applications INTRODUCTION MECHANICAL

More information

UNIVERSITY OF SASKATCHEWAN ME MECHANICS OF MATERIALS I FINAL EXAM DECEMBER 13, 2008 Professor A. Dolovich

UNIVERSITY OF SASKATCHEWAN ME MECHANICS OF MATERIALS I FINAL EXAM DECEMBER 13, 2008 Professor A. Dolovich UNIVERSITY OF SASKATCHEWAN ME 313.3 MECHANICS OF MATERIALS I FINAL EXAM DECEMBER 13, 2008 Professor A. Dolovich A CLOSED BOOK EXAMINATION TIME: 3 HOURS For Marker s Use Only LAST NAME (printed): FIRST

More information

Advanced Structural Analysis EGF Section Properties and Bending

Advanced Structural Analysis EGF Section Properties and Bending Advanced Structural Analysis EGF316 3. Section Properties and Bending 3.1 Loads in beams When we analyse beams, we need to consider various types of loads acting on them, for example, axial forces, shear

More information

EDEM DISCRETIZATION (Phase II) Normal Direction Structure Idealization Tangential Direction Pore spring Contact spring SPRING TYPES Inner edge Inner d

EDEM DISCRETIZATION (Phase II) Normal Direction Structure Idealization Tangential Direction Pore spring Contact spring SPRING TYPES Inner edge Inner d Institute of Industrial Science, University of Tokyo Bulletin of ERS, No. 48 (5) A TWO-PHASE SIMPLIFIED COLLAPSE ANALYSIS OF RC BUILDINGS PHASE : SPRING NETWORK PHASE Shanthanu RAJASEKHARAN, Muneyoshi

More information

Powerful Modelling Techniques in Abaqus to Simulate

Powerful Modelling Techniques in Abaqus to Simulate Powerful Modelling Techniques in Abaqus to Simulate Necking and Delamination of Laminated Composites D. F. Zhang, K.M. Mao, Md. S. Islam, E. Andreasson, Nasir Mehmood, S. Kao-Walter Email: sharon.kao-walter@bth.se

More information

FREE VIBRATION OF AXIALLY LOADED FUNCTIONALLY GRADED SANDWICH BEAMS USING REFINED SHEAR DEFORMATION THEORY

FREE VIBRATION OF AXIALLY LOADED FUNCTIONALLY GRADED SANDWICH BEAMS USING REFINED SHEAR DEFORMATION THEORY FREE VIBRATION OF AXIALLY LOADED FUNCTIONALLY GRADED SANDWICH BEAMS USING REFINED SHEAR DEFORMATION THEORY Thuc P. Vo 1, Adelaja Israel Osofero 1, Marco Corradi 1, Fawad Inam 1 1 Faculty of Engineering

More information

INTRODUCTION TO STRAIN

INTRODUCTION TO STRAIN SIMPLE STRAIN INTRODUCTION TO STRAIN In general terms, Strain is a geometric quantity that measures the deformation of a body. There are two types of strain: normal strain: characterizes dimensional changes,

More information

[8] Bending and Shear Loading of Beams

[8] Bending and Shear Loading of Beams [8] Bending and Shear Loading of Beams Page 1 of 28 [8] Bending and Shear Loading of Beams [8.1] Bending of Beams (will not be covered in class) [8.2] Bending Strain and Stress [8.3] Shear in Straight

More information

Chapter 3 Variational Formulation & the Galerkin Method

Chapter 3 Variational Formulation & the Galerkin Method Institute of Structural Engineering Page 1 Chapter 3 Variational Formulation & the Galerkin Method Institute of Structural Engineering Page 2 Today s Lecture Contents: Introduction Differential formulation

More information

UNCONVENTIONAL FINITE ELEMENT MODELS FOR NONLINEAR ANALYSIS OF BEAMS AND PLATES

UNCONVENTIONAL FINITE ELEMENT MODELS FOR NONLINEAR ANALYSIS OF BEAMS AND PLATES UNCONVENTIONAL FINITE ELEMENT MODELS FOR NONLINEAR ANALYSIS OF BEAMS AND PLATES A Thesis by WOORAM KIM Submitted to the Office of Graduate Studies of Texas A&M University in partial fulfillment of the

More information

A RATE-DEPENDENT MULTI-SCALE CRACK MODEL FOR CONCRETE

A RATE-DEPENDENT MULTI-SCALE CRACK MODEL FOR CONCRETE VIII International Conference on Fracture echanics of Concrete and Concrete Structures FraCoS-8 J.G.. Van ier, G. Ruiz, C. Andrade, R.C. Yu and X.X. Zhang (Eds) A RATE-DEPENDENT ULTI-SCALE CRACK ODEL FOR

More information

3 2 6 Solve the initial value problem u ( t) 3. a- If A has eigenvalues λ =, λ = 1 and corresponding eigenvectors 1

3 2 6 Solve the initial value problem u ( t) 3. a- If A has eigenvalues λ =, λ = 1 and corresponding eigenvectors 1 Math Problem a- If A has eigenvalues λ =, λ = 1 and corresponding eigenvectors 1 3 6 Solve the initial value problem u ( t) = Au( t) with u (0) =. 3 1 u 1 =, u 1 3 = b- True or false and why 1. if A is

More information

Dynamic and buckling analysis of FRP portal frames using a locking-free finite element

Dynamic and buckling analysis of FRP portal frames using a locking-free finite element Fourth International Conference on FRP Composites in Civil Engineering (CICE8) 22-24July 8, Zurich, Switzerland Dynamic and buckling analysis of FRP portal frames using a locking-free finite element F.

More information

FVM for Fluid-Structure Interaction with Large Structural Displacements

FVM for Fluid-Structure Interaction with Large Structural Displacements FVM for Fluid-Structure Interaction with Large Structural Displacements Željko Tuković and Hrvoje Jasak Zeljko.Tukovic@fsb.hr, h.jasak@wikki.co.uk Faculty of Mechanical Engineering and Naval Architecture

More information

Analytical Modeling of the Stress-Strain Distribution in a Multilayer Structure with Applied Bending

Analytical Modeling of the Stress-Strain Distribution in a Multilayer Structure with Applied Bending Analytical Modeling of the Stress-Strain Distribution in a Multilayer Structure with Applied Bending Ana Neves Vieira da Silva Prof. Doutora Susana Isabel Pinheiro Cardoso de Freitas Dep. Physics, IST,

More information

VORONOI APPLIED ELEMENT METHOD FOR STRUCTURAL ANALYSIS: THEORY AND APPLICATION FOR LINEAR AND NON-LINEAR MATERIALS

VORONOI APPLIED ELEMENT METHOD FOR STRUCTURAL ANALYSIS: THEORY AND APPLICATION FOR LINEAR AND NON-LINEAR MATERIALS The 4 th World Conference on Earthquake Engineering October -7, 008, Beijing, China VORONOI APPLIED ELEMENT METHOD FOR STRUCTURAL ANALYSIS: THEORY AND APPLICATION FOR LINEAR AND NON-LINEAR MATERIALS K.

More information

LINEAR AND NONLINEAR SHELL THEORY. Contents

LINEAR AND NONLINEAR SHELL THEORY. Contents LINEAR AND NONLINEAR SHELL THEORY Contents Strain-displacement relations for nonlinear shell theory Approximate strain-displacement relations: Linear theory Small strain theory Small strains & moderate

More information

EMA 3702 Mechanics & Materials Science (Mechanics of Materials) Chapter 2 Stress & Strain - Axial Loading

EMA 3702 Mechanics & Materials Science (Mechanics of Materials) Chapter 2 Stress & Strain - Axial Loading MA 3702 Mechanics & Materials Science (Mechanics of Materials) Chapter 2 Stress & Strain - Axial Loading MA 3702 Mechanics & Materials Science Zhe Cheng (2018) 2 Stress & Strain - Axial Loading Statics

More information

Basic Energy Principles in Stiffness Analysis

Basic Energy Principles in Stiffness Analysis Basic Energy Principles in Stiffness Analysis Stress-Strain Relations The application of any theory requires knowledge of the physical properties of the material(s) comprising the structure. We are limiting

More information

Instabilities and Dynamic Rupture in a Frictional Interface

Instabilities and Dynamic Rupture in a Frictional Interface Instabilities and Dynamic Rupture in a Frictional Interface Laurent BAILLET LGIT (Laboratoire de Géophysique Interne et Tectonophysique) Grenoble France laurent.baillet@ujf-grenoble.fr http://www-lgit.obs.ujf-grenoble.fr/users/lbaillet/

More information

MESOSCOPIC MODELLING OF MASONRY USING GFEM: A COMPARISON OF STRONG AND WEAK DISCONTINUITY MODELS B. Vandoren 1,2, K. De Proft 2

MESOSCOPIC MODELLING OF MASONRY USING GFEM: A COMPARISON OF STRONG AND WEAK DISCONTINUITY MODELS B. Vandoren 1,2, K. De Proft 2 Blucher Mechanical Engineering Proceedings May 2014, vol. 1, num. 1 www.proceedings.blucher.com.br/evento/10wccm MESOSCOPIC MODELLING OF MASONRY USING GFEM: A COMPARISON OF STRONG AND WEAK DISCONTINUITY

More information

Mechanics in Energy Resources Engineering - Chapter 5 Stresses in Beams (Basic topics)

Mechanics in Energy Resources Engineering - Chapter 5 Stresses in Beams (Basic topics) Week 7, 14 March Mechanics in Energy Resources Engineering - Chapter 5 Stresses in Beams (Basic topics) Ki-Bok Min, PhD Assistant Professor Energy Resources Engineering i Seoul National University Shear

More information

PERIDYNAMICS WITH ADAPTIVE GRID REFINEMENT

PERIDYNAMICS WITH ADAPTIVE GRID REFINEMENT 11th World Congress on Computational Mechanics (WCCM XI) 5th European Conference on Computational Mechanics (ECCM V) 6th European Conference on Computational Fluid Dynamics (ECFD VI) E. Oñate, J. Oliver

More information

ABHELSINKI UNIVERSITY OF TECHNOLOGY

ABHELSINKI UNIVERSITY OF TECHNOLOGY ABHELSINKI UNIVERSITY OF TECHNOLOGY TECHNISCHE UNIVERSITÄT HELSINKI UNIVERSITE DE TECHNOLOGIE D HELSINKI A posteriori error analysis for the Morley plate element Jarkko Niiranen Department of Structural

More information

Esben Byskov. Elementary Continuum. Mechanics for Everyone. With Applications to Structural Mechanics. Springer

Esben Byskov. Elementary Continuum. Mechanics for Everyone. With Applications to Structural Mechanics. Springer Esben Byskov Elementary Continuum Mechanics for Everyone With Applications to Structural Mechanics Springer Contents Preface v Contents ix Introduction What Is Continuum Mechanics? "I Need Continuum Mechanics

More information

Small-Scale Effect on the Static Deflection of a Clamped Graphene Sheet

Small-Scale Effect on the Static Deflection of a Clamped Graphene Sheet Copyright 05 Tech Science Press CMC, vol.8, no., pp.03-7, 05 Small-Scale Effect on the Static Deflection of a Clamped Graphene Sheet G. Q. Xie, J. P. Wang, Q. L. Zhang Abstract: Small-scale effect on the

More information

3D dynamic crack propagation analysis with PDS-FEM

3D dynamic crack propagation analysis with PDS-FEM JAMSTEC-R IFREE Special Issue, November 2009 3D dynamic crack propagation analysis with PDS-FEM 1*, Hide Sakaguchi 1, Kenji Oguni 2, Muneo Hori 2 discretizations. Keywords +81-45-778-5972 lalith@jamstec.go.jp

More information

Other state variables include the temperature, θ, and the entropy, S, which are defined below.

Other state variables include the temperature, θ, and the entropy, S, which are defined below. Chapter 3 Thermodynamics In order to complete the formulation we need to express the stress tensor T and the heat-flux vector q in terms of other variables. These expressions are known as constitutive

More information

Intensity (a.u.) Intensity (a.u.) Raman Shift (cm -1 ) Oxygen plasma. 6 cm. 9 cm. 1mm. Single-layer graphene sheet. 10mm. 14 cm

Intensity (a.u.) Intensity (a.u.) Raman Shift (cm -1 ) Oxygen plasma. 6 cm. 9 cm. 1mm. Single-layer graphene sheet. 10mm. 14 cm Intensity (a.u.) Intensity (a.u.) a Oxygen plasma b 6 cm 1mm 10mm Single-layer graphene sheet 14 cm 9 cm Flipped Si/SiO 2 Patterned chip Plasma-cleaned glass slides c d After 1 sec normal Oxygen plasma

More information

Prediction of geometric dimensions for cold forgings using the finite element method

Prediction of geometric dimensions for cold forgings using the finite element method Journal of Materials Processing Technology 189 (2007) 459 465 Prediction of geometric dimensions for cold forgings using the finite element method B.Y. Jun a, S.M. Kang b, M.C. Lee c, R.H. Park b, M.S.

More information

NONLINEAR CONTINUUM FORMULATIONS CONTENTS

NONLINEAR CONTINUUM FORMULATIONS CONTENTS NONLINEAR CONTINUUM FORMULATIONS CONTENTS Introduction to nonlinear continuum mechanics Descriptions of motion Measures of stresses and strains Updated and Total Lagrangian formulations Continuum shell

More information

Studies of Bimaterial Interface Fracture with Peridynamics Fang Wang 1, Lisheng Liu 2, *, Qiwen Liu 1, Zhenyu Zhang 1, Lin Su 1 & Dan Xue 1

Studies of Bimaterial Interface Fracture with Peridynamics Fang Wang 1, Lisheng Liu 2, *, Qiwen Liu 1, Zhenyu Zhang 1, Lin Su 1 & Dan Xue 1 International Power, Electronics and Materials Engineering Conference (IPEMEC 2015) Studies of Bimaterial Interface Fracture with Peridynamics Fang Wang 1, Lisheng Liu 2, *, Qiwen Liu 1, Zhenyu Zhang 1,

More information

NUMERICAL SIMULATION OF THE INELASTIC SEISMIC RESPONSE OF RC STRUCTURES WITH ENERGY DISSIPATORS

NUMERICAL SIMULATION OF THE INELASTIC SEISMIC RESPONSE OF RC STRUCTURES WITH ENERGY DISSIPATORS NUMERICAL SIMULATION OF THE INELASTIC SEISMIC RESPONSE OF RC STRUCTURES WITH ENERGY DISSIPATORS ABSTRACT : P Mata1, AH Barbat1, S Oller1, R Boroschek2 1 Technical University of Catalonia, Civil Engineering

More information

FEM modeling of fiber reinforced composites

FEM modeling of fiber reinforced composites FEM modeling of fiber reinforced composites MSc Thesis Civil Engineering Elco Jongejans Delft, the Netherlands August MSc THESIS CIVIL ENGINEERING FEM modeling of fiber reinforced composites The use of

More information

A truly meshless Galerkin method based on a moving least squares quadrature

A truly meshless Galerkin method based on a moving least squares quadrature A truly meshless Galerkin method based on a moving least squares quadrature Marc Duflot, Hung Nguyen-Dang Abstract A new body integration technique is presented and applied to the evaluation of the stiffness

More information

Load Cell Design Using COMSOL Multiphysics

Load Cell Design Using COMSOL Multiphysics Load Cell Design Using COMSOL Multiphysics Andrei Marchidan, Tarah N. Sullivan and Joseph L. Palladino Department of Engineering, Trinity College, Hartford, CT 06106, USA joseph.palladino@trincoll.edu

More information

ENGN 2290: Plasticity Computational plasticity in Abaqus

ENGN 2290: Plasticity Computational plasticity in Abaqus ENGN 229: Plasticity Computational plasticity in Abaqus The purpose of these exercises is to build a familiarity with using user-material subroutines (UMATs) in Abaqus/Standard. Abaqus/Standard is a finite-element

More information

Quintic beam closed form matrices (revised 2/21, 2/23/12) General elastic beam with an elastic foundation

Quintic beam closed form matrices (revised 2/21, 2/23/12) General elastic beam with an elastic foundation General elastic beam with an elastic foundation Figure 1 shows a beam-column on an elastic foundation. The beam is connected to a continuous series of foundation springs. The other end of the foundation

More information

2 Introduction to mechanics

2 Introduction to mechanics 21 Motivation Thermodynamic bodies are being characterized by two competing opposite phenomena, energy and entropy which some researchers in thermodynamics would classify as cause and chance or determinancy

More information